20240895 Ver 1_DutchmansCreek_BufferPlans_Phase1_20240701

GRAPHIC SCALES
40 20 0 40 80
PLANS
30 15 0 30 60
PROFILE (HORIZONTAL)
5 2.5 0 5 10
PROFILE (VERTICAL)
SHEET I TOTAL
PROJECT NUMBER No. SHEETS
DUTCHMANS CREEK PEDESTRIAN GREENWAY
PROJECT LENGTH
LENGTH OF GREENWAY (PHI)
= 0.058 MILES
LENGTH OF GREENWAY (PH2)
= 0.338 MILES
LENGTH OF TIMBER STRUCTURE
= 0.062 MILES
LENGTH OF TRUSS STRUCTURE
= 0.036 MILES
TOTAL LENGTH OF PROJECT
= 0.494 MILES
PREPARED FOR
CITY OF MOUNT HOLLY
lei T HOLLY, NORTH C A R O L I Ili A
BUFFER IMPACTS
BUFFER
SHEET
END PHASE 1
;E 2 —L— STA. 18+24.31
)+00.00
STA. 10+00.00CC�—]RIVER
s
PH' E 2
ECT KAY LAUNCH &'
,TION STOR GE BUILDIN�
T PARK CATAWBA RIVERSITESITE 2
SE 2 �UN1—STA. 13+92.16 0 \¢
I
1e2.
LENBURG saa.e,-
ITY BEGIN PHASE 1
—L— STA. 10+00.00
PHASE 2 _ `I
STRIPING PARKING LOT \ � x
END PHASE 2 _
—LP1— STA. 23+22.53
PREPARED IN THE OFFICE OF:
KCA
KISINGER CAMPO
& ASSOCIATES
2137 SOUTH BLVD.,
SUITE 200
CHARLOTTE, NC 28203
(980 327-1300
NC LICE SE No.: C-1506
DESIGN CONTACTS
ELIZABETH BELL
PROJECT_UANAG-ER - AIOUNTIIOLLY
JACOB H. DUKE, P.E.
PKOJFC'T N,'NG'TNFFR - KC4
ALLEN J. MCSWAIN
PROJECT DESIG_NENGINEER -1CCA
PVAJ�"S&� A�
BOAR
�m cn ml
o I Q
I 2w
Ury
F— U
I � V
I �
PHASE 2
PICNIC SHELTER
PREPARED FOR THE OFFICE OF
MOUNT
HOLLY r, .
Connecting Community &Nature
400 E. CENTRAL AVE.
MOUNT HOLLY, NC 28120
[phone] EXT. 1003
DRAWING
I OF 4
NAD
83/2011
]INCOM1PILIMFIE IP'1LA\NS
DO NOi'IF II ISIC IFOi1R 1R/W nCIj[il[S IFIION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
CITY OFFICE CONTACTS
MILES BRASWELL
CITYMAAAGER -9IOUNTITOLLY
BRIAN DUPONT AICP CZO
4SS7: CTTYM.4 N4GFP - MOUNT NOT,T,Y
GREG BEAL, CZO
CITY F/,00D P7A7N_41)M7N. - MOUNT HC7A,Y

DUTCHMAN'S
PERMIT DRAWING 40' 0' 40' 80' 04
SHEET 2 OF 5 MD TNI zY
20'
/
/��� ALLOWABLE IMPk1CTS ZONE 2
ALLOWABLE IMPACTS ZONE 1 \ /
DETAIL C
L OF CAUSEWAY
o. MITIGABLE IMPACTS ZONE 1 � MITIGABLE IMPACT ZONE 2
c� _ - __ fie_ j i°°p�N'cro ap �� �� N40'21'24.1 "W / / / / ROAD ENGINEER
B GF M �� _ �'64 fASF eNE NOT -MORE HALF THE WATERWAY SHOULD BE BLOCKED END PROJECT / /
`.
I �-
962� 7 (ig -L- PT 17+68.26 -L- STA. 18+24� / /
�
o peq(y(
I� A.
"RuST -L- PC 17+06.84
_____. � � STRUCTURES (N
FEN/ "bL1LTUI�LS DESIGN
liS(;INlilik
�/ TIE ASAHALT INTO
TRAVEL EDGE OF
TRAVEL
+ % 'A
paOF
'10 Y
OF Rp�s P i A RTC ° ` O PG B98
S
Ls^ PG °�6 Y L' ---c- �` CITY q� N06"33'34.8"W 1DINC.
°0Nc - RiP42?x e v MBF MT oN )� ) > NP usMv HYDRAULICS I
//� \`• \\\ 'Po/
'OG NO<C Y ° /N�'S9
2S TEMPORARY CONST TION \ Y p pF s
CAUSEWAY s lu B qS MT °
a
k \� �� SEE DETAIL N II /m MB l?aG HO�4Y
1 / L- PT 10+92.59 6" ARTICULATED BLOCK ( °c 69s /
/\ " h S E 2 5 Im CwOM�P�LETE PLANS
_L-PC 0+42 z5V V�`, '(25' LENGTH, 35' WIDTH) i �I z -L- PT 15+74.38 - "
S Q DOCUMENT NOT CONSIDERED FINAL
M
UNLESS ALL SIGNATURES COMPLETED
e A v. 0SY I �-oe �
m°�=sg eqs � �. �E DETAIL B �I � �/ � / � ° ° e
E,BEGIN BRIDGE END BRIDGE I �" M lcµ,
L- STA 12+46.00
�I -L- STA 14+34.00
PREPARED BY
BEGIN APPRCACF LA
-L- STA. 10+33. sr 's° c0 J 4-
KCA
CONSTRUCTION _ END.APPROACH SLAB KISINGER CAMPO
.-L.STA. 15+35.00 & ASSOCIATES NL10+21 54
_ _ ss LOW PROFILE NC FIRM LICENSE: 41508
1 % ss 12" coNc r s i �r -COLLAPSIBLE BOLLARD 2137 SOUTH BLVD.
SITE 1 -L-STA. 15+27.00 SUITE 200
l H Sg s g4 CHARLOTTE, NC 28203
ss �i , 0 2g- END TIMBER [phone]
BEGIN PROJECT _ NgrgRo s� ens ��° I-BOARDWALK
L.
°cyp�CY �I e- �2 -L-STA. 10+00.00 BEt� N TIMBER ��9�0�) ' �I I - -L- PC 14+7g,61A CUR DATA -L- CUR DATA -L- CUR DATA -L-
s L- O A -B gIR6WALK------ ) _
�� STA. 10+43.00 1 I Plnc 10+42.25 Plc 10+67.97 Plnc 10+92.59
N35°33'03.4' 1 �I I o I Ac = 1 '18'28.7" (RT) Ac = 28"50'31.6" (RT) Ac = O'54'11.5" (RT) 1 1 1
�Agoc LOW PROFILE i I D = 57'17'44.8"
y � 1
-CQ�LAPSIBLE BOLLARfy� I Lc = 50.34 r
,,mac L- !STA. 10+41.00 4
Tc= 25.71100
FLN e° I I R=1DD
LOW PROFILE COLLAPSIBLE BOCL RD F.)ETAIL x °oM i I m BE = SEE PLANS
�� CUR DATA CUR DATA -L-
APPROACH SLAB Tlf BER BOAfESWALK I i Plc 15+34.27 Plc 17+39.39
3EMrl
CLASS II RIP RAP Ac = 73"09'50.0" (LT) Ac = 46'54'58.9" (RT)
x I + a ((25' LENGTH, 35' WIDTH) D = 76 23'39.7" D = 76 23'39.7'
z ' / MTONS Lc=95.77 Lc=61.41 �C OD 146 SY GEOTEXTILE
TO = 55.66 To = 32.55
APPROACH _ _ '� _ _ _ BE IN/END S I ) it I A / SEE DETAIL A R = 75 R = 75 �J
`L SLAB ? �. TIM ER BOARDWAL4y I 1
I m II1I SE = SEE PLANS SE = SEE PLANS
-Q s _ -. , \ /° NOTES:
Or
COLLAPSIBLE° L
OFI 2'-0"
AR I 'T/ _ \ / "'� 1. SEE STRUCTURE PLANS FOR APPROACH SLAB DETAIL
yj
2. SEE SHEET 5 FOR PROFILE
3. SEE S1-S21 FOR STRUCTURE PLANS _
/��I / L
\ / T
0

ALLOWABLE IMPACTS ZONE 1
/��� ALLOWABLE IMPACTS ZONE 2
MITIGABLE IMPACTS ZONE 1 � MITIGABLE IMPACTS ZONE 2
\ TEMPORARY CONST TION
Lu
CAEWAY TAIL C
ti f ,I
BEGIN BRIDGE
`,, L- STA 12+46.00
xxtl
C
`x X \ �
y \x
z° x
XX
N66036'15.1 "E x
Cal
y ss
SITE 1 m
, C
03
C>
I ; W - rl l
I
BEGAN TIMBER I� ! 03
BRDWAOAW
LK---- I z�
-L- 8TA. 10+43.00
LOW PROFILE mo
COLLAPSIBLE BOLLAR' I C�
-L- TA. 10+41.00
\ ! `,
a.P
NOT MORE THAN HALF THE WATERWAY SHOULD BE BLOCKED
A
N
DUTCHMAN'S
PERMIT DRAWING 20' 0' 20' 40' �4
SHEET 3 OF 5 y TH zY
10, o c ti
C/ /- \
/
M0/c-
spT y
�2 \ �6C9
SITE 2 ID /
-L- PT 15+74.38
END BRIDGE
-L- STA 14+34.00
/F
CD
N
L
, _ /
I
I
li
-L- PC 14+78,
ROADWAY DESIGN
ENGINEER
STRUCTURES DESIGN
ENGINEER
HYDRAULICS
ENGINEER
PREPARED BY
KCA
KISINGER CAMPO
& ASSOCIATES
NC FIRM LICENSE: C-1506
2137 SOUTH BLVD,
SUITE 200
CHARLOTTE, NC 28203
[phone]
u
❑❑
w
w_
U

RIPARIAN BUFFER IMPACTS SUMMARY
IMPACTS
BUFFER
TYPE ALLOWABLE MITIGABLE REPLACEMENT
Site Station Structure ROAD PARALLEL
No. (From/To) Size / Type BRIDGE ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2
CROSSING IMPACT (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
1
12+35 / 12+67 RT
Bridge Begin / Temp. Work Pad (Causeway)
X
162
18
180
106
106
1
12+30 / 13+10 LT
Bridge Begin
X
1557
458
2015
427
427
2
13+60 / 14+40
Bridge End / Temp. Work Pad (Causeway)
X
1311
53
1364
167
167
2
14+45 / 14+46
Bridge End
0
11
11
TOTALS*:
3030
529
3559
0
711
711
0
0
NOTES
Revised 2018 Feb